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<br />101. IBaker-AiCklen
<br />Iy~ & Associates, Inc.
<br />Engineers/Surveyors
<br />
<br />HOLLAND STREET RECONSTRUCTION
<br />ENGINEER'S PRELIMINARY OPINION OF
<br />PROBABLE CONSTRUCTION COST
<br />October 21, 1999
<br />
<br /> Item/ Estimated Unit
<br /> Description Quantity Price Cost
<br />1. Mobilization 1 L.S. $10,000.00 $ 10,000.00
<br />2. Removal and Disposal of Existing Asphalt and 16,032 S.Y. 2.00 32,064.00
<br /> Subgrade Material (as required)
<br />3. Removal and Disposal of Existing Curb and 3,438 L.F. 2.00 6,876.00
<br /> Gutter and Two (2) Curb Inlets
<br />4. Street Excavation 20,677 S.Y. 3.00 62,031.00
<br />5. Sub grade Preparation, using Existing Select 20,677 S.Y. 2.00 41,354.00
<br /> Fill Material, per Geotechnical Investigation.
<br />6. 13" Crushed Limestone Base 20,677 S.Y. 6.00 124,062.00
<br />7. 4" Hot Mix Asphaltic Concrete Pavement 4,515 S.Y. 7.00 31,605.00
<br />8. 2" Hot Mix Asphaltic Concrete Pavement 11,286 S.Y. 5.50 62,073.00
<br />9. Concrete Curb and Gutter 7,252 L.F. 8.00 58,016.00
<br />10. Concrete Valley Gutter 383 S.F. 10.00 3,830.00
<br />11. Concrete Sidewalk 13,673 S.F. 3.00 41,019.00
<br />12. Curb Ramps 12 Ea. 300.00 3,600.00
<br />13. Concrete Driveways 8,094 S.F. 7.00 56,658.00
<br />14. Removal & Disposal of Existing Sidewalk, 8,405 S.F. 3.00 25,215.00
<br /> Driveways and Brick Pavers
<br />15. 18" R.C.P. Cl. III Stonn Sewer 674 L.F. 35.00 23,590.00
<br />16. 24" RC.P. Cl. III Stonn Sewers 636 L.F. 47.00 29,892.00
<br />17. 30" R.C.P. Cl. III Stonn Sewers 516 L.F. 60.00 30,960.00
<br />18. 36" R.C.P. Cl. III Stonn Sewers 425 L.F. 90.00 38,250.00
<br />19. Stonn Sewer Manhole/Junction Box 1 Ea. 7,500.00 7,500.00
<br />20. 10-Ft. Recessed Curb Inlet 9 Ea. 4,000.00 36,000.00
<br />21. 10-Ft. Standard Curb Inlet 2 Ea. 3,000.00 6,000.00
<br />22. Concrete Headwall for 24" RC.P. 2 Ea. 3,000.00 6,000.00
<br />23. Concrete Headwall for 36" RC.P. 3 Ea. 5,000.00 15,000.00
<br />24. 4-Ft. x 4-Ft. Grate Inlet 1 Ea. 5,000.00 5,000.00
<br />25. 3-Ft. x 3-Ft. Grate Inlet I Ea. 3,000.00 3,000.00
<br />26. Trench Safety System 2,401 L.F. 2.00 4,802.00
<br />27. Existing 12" Stonn Sewer to be Removed and 35 L.F. 10.00 350.00
<br /> Disposed.
<br />28. Existing 18" Stonn Sewer to be Removed and 56 L.F. 15.00 840.00
<br /> Disposed.
<br />29. Existing 24" Stonn Sewer to be Removed and 51 L.F. 20.00 1,020.00
<br /> Disposed.
<br />30. Existing Mailboxes to be Removed and 41 Ea. 50.00 2,050.00
<br /> Replaced.
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<br />1
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<br />100 N. Edward Gary St., Ste. 116
<br />
<br />· San Marcos, Texas 78666
<br />
<br />· 5121392-6900
<br />
<br />. FAX 5121392-6980
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